Structural Reliability Analysis of Arch Bridges Based on Neural Network

被引：0

作者：

Yu, Xiaolin ^{[1
]}

Yan, Quansheng ^{[1
]}

Li, Bingqiu ^{[1
]}

机构：

[1] S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou, Guangdong, Peoples R China

来源：

PROCEEDING OF THE 10TH INTERNATIONAL CONFERENCE ON INTELLIGENT TECHNOLOGIES | 2009年

关键词：

uniform design; neural network; concrete-filled steel tubular arch bridge; reliability;

D O I：

暂无

中图分类号：

TP18 [人工智能理论];

学科分类号：

081104 ; 0812 ; 0835 ; 1405 ;

摘要：

The uniform design method is adopted in selecting the training samples of neural network, and a method to calculate the reliability based on it has been brought forward. The calculation of the reliability of concrete-filled steel tubular arch bridge is achieved with Jiefang Bridge in Guangzhou, as the engineering background.

引用

页码：592 / 597

页数：6

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